Summary for Test 2020-02-18-12-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 212501 DEA: 022E4804 EFIS: 0200000586 |
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DIST-CO-RTE-PM | 02-SIS-96,263-103.1/103.6,56.8/57.2 |
Award Date | 12/14/2018 |
Closeout Date | 12/01/2021 |
Work Description | BRIDGE REPLACEMENT |
Location Description | SISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96 |
QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
Sample Taken Date | 02/18/2020 | Sample Unique Key | 12 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 02/18/2020 |
Sample type | Acceptance | A brief description of the sample | Coarse Aggregate (1 inch x No. 4) |
The quantity of what the sample constitutes | Day's Concrete | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Colt | Last name of sampler or witnessed by | Valasek and Sweeny |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | D78332A | Linked DIME Sample ID | 2020-02-18-13 |
The fabricator/manufacturer/facility name | Mountain Ready Mix | Transportation Laboratory (TL) Number | 001425 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-47-0014::MOORES GRAVEL |
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The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | Unknown | A detailed description of where the material sample was collected | Belt at Plant |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1 inch |
The concrete mix design number | CT675S | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-02-18-12
DIME Test ID: 2020-02-18-12-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-03-05
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Karen Spliethof
Date of test: 02/19/2020
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
11787 grams | ||||||
0 grams | 100 % | |||||
604 grams | 95 % | |||||
2947 grams | 75 % | |||||
6790 grams | 42 % | |||||
8699 grams | 26 % | |||||
11334 grams | 4 % | |||||
11615 grams | 1 % | |||||
11787 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/5/2020 ✔